HomeMy WebLinkAbout19-21558 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21558
BUILDING PERM
PERMIT INFORMATION Z LOCATION INFORMATION
Permit Number: 21558 Ad ress: 38840 3RD AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Tow i�. Ran Book:
Proposed Use: NOT APPLICABLE Lot(s): oc Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-19700-0011
Improv. Cost: 11,567.00 OWNER"INFORMATION.'
Date Issued: Name: KING, GARRY
Total Fees: 150.00 Address: 38840 3RD AVE
Amount Paid: ZEPHYRHILLS, FL. 33542
Date_. ' _ __ Phone: (813)783-1903
ork Desc: F SHINGLE/
CONTRACTOR(S) APPLICATION FEES
ARLAMENT ROOFING & CONSTRUCTION REROOF RESIDENTIAL 150.00
CP
Ins ectio' ns'.Required .
DRY INK INSP
TAPE JOINTS ROOF INSP
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first rinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFF16VR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
f t^ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
* Building Department
Date Received l(A( I.Lh2ne Contact for Permitting51 It — (<O
Owners Name 1` Owner Phone Number
Owners Address fa Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3 K46 3rPKL I S 2 LOT#
SUBDIVISION I PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED a NEW CONSTR a ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM OTHER I t%_—>
TYPE OF CONSTRUCTION Q�� � BLOCK Q FRAME Q STEEL =
DESCRIPTION OF WORK k"xk + ..( �� \e (/w(.- orcK clrL('i 1
BUILDING SIZE SO FOOTAGE � HEIGHT
=BUILDING $ I 1 6 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 1 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ p <,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '2/1
� v
=GAS ®/ ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO
BUILDER W
COMPANY
SIGNATURE ,� — REGISTERED Y/ N FEE CURREN Y/N p
ky—
Address s_v p•+' O&V 01 � License# C�(TZ�I�`
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Penult for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sift Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safely Page;(1)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sift Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
*• PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
•• Agent(for the contractor)or Power of Attorney(far the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF,DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF OMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTO
Subscribed and swornto(or affirmed)before me this S b crib dryand sb to wom or ffirm b fo mq this
Y Y
Who islare personally known to me or has/have produced Wh i/arQ pgrson ly k own to i ave ro
as identification. Y 1 V`C as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,p ted or,atipmpe CARLOS MALDONADO
Ap
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Commission#GG 346276
;� +Pe Expires June 18,2023
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'APepla,FL32703 . 17earwster.FL 33762 Office:(904)999.6612
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Product Approval Menu>Product or Application Search>Application 175t>Application Detall
• FL# FL984-R13
Application Type Revision
Code version 2017 ALL WORK SHALL COMPLY WITH PREVAILING
Application Status Approved CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
Comments
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
Archived C
Product Manufacturer Firestone Building Products Company,LLC.
Address/Phone/Email 200 4th Avenue South
Nashville,TN 37201
(317)575-7017
grzybowskikelth@flrestonebp.w i t r
Authorized Signature Keith Grzybowskl pP�Y�r
grzybowskikeith@firestonebpp.kA +s
Technical Representative y
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/11/2020
Validated By John W.Knezevich,PE
!-* Validation Checklist-Hardcopy Received
Certificate of Independence FL984 R13 COI 2017 01 COI digminen.rldf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6223 2011
FM 4470 2012
FM 4474 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Florida Building Code Online
e
Bcls Home log In E User Registration Hot Topics Submit Surcharge Slats&Facts l Publications I FBC Staff BCIS Site Map l Unks i Search
Florida _
. Product Approval
r ram_ USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# Ft 2569-R14ALL WORK SHALL G`C:'fMPLy WITH PREVAILING
Application Type Revision CODES FLORIDA BUILDING CODE,
Code version 2017 NATIONAL ELECTRIC;CODE,
Application Status Approved AND THE CITY OF ZEPHYRHILLS
ORDINANCES
Comments
Archived
Product Manufacturer Soprema,Inc.(Canada) CET ��
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 0�WA�,I C3YR �
(819)478-2400
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext3327
memathieu@soprema.ca
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
," Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R14 COI 2018 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D4798 2011
ASTM D6163 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL1897 2012
F
https://www.floridabuilding.orq/pr/or aoo (JILACnY9n�r�.+-.••r_c����. --- -
CCC1329729
CRC1329809
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]PA.RLAMENT
Roofing & Construction
12880 Automobile Blvd., Suite'L
Clearwater, FL 33762
office: (727) 571-4110 Fax: (727) 571-4112
WWW.PAR1 MENTROOFING.COM
Office:(727)571-4110 Fax:(727)571-4112
City of Zeohq r b
I Jesse Rock,h=�J
uthorize the following to act as my agents in obtaining permits in
( rf rh+115for all projects.
James Ray) 11624 Ocklawaha Drive., Leesburg, FL 34788 R400453793440
Jacknel Diaz 2712 West Tampa Bay Boulevard.,Tampa, Florida 33607 D265420804240
Joseph Mejias 4726 West Trilby Avenue.,Tampa, FL 33616 M223480932020
License Holder
G v
STATE OF FLORIDA,COUNTY OF PINELLAS. h
Swornt d subscri d before me the �" day of 2019. By
f�o c4
w o is personally known b me or
produced as identification.
Notary Signature
a6g6ZZ Do'ON
lla'YZ'BnV sajldK3'wwo0 Aw
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Zt)IM3INH3tla-1N,VNVIHEI .
BRIANA M.DACHNIEWICZ
notary Public,State o Florida4 2022
joy Comm.No ExpiresC2296 0
0�,1�ND 3ACMQNYII.LE
300 International Parkway, Suite 104 4651 Salisbury Road, Suite 275
Lake Mary, FL 32746 Jacksonville, FL 32256
Office: (407) 949-9196 Office: (904) 999-6612
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: "`(' "in I P to
Date Received: h
Permit Type: U p Y 004 A) y.T►w" Al wq)t 7006'J I.T-YC 910 tl'/
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet hall be -ept with the permit and/or plans.
6 j
JULi 2 12019
vial Date Contractor and/or Homeowner
A
//t'l �`� _{Z� (Required when comments are present)
7/15/2019 11-26-21-0010-19700-0011 1 Pasco County Property Appraiser
Parcel ID 11-26-21-0010-19700-0011 (Card: 1 of 1)
Classification 00100-Single Family
Mailing Address Property Value
KING GARRY Ag Land $0
38840 3RD AVE Land $9,135
ZEPHYRHILLS, FL 33542-2128 Building $50,162
Extra Features $1,486
Physical Address
38840 3RD AVENUE, 3ust Value $60,783
ZEPHYRHILLS, FL 33542
Assessed (Non-School Amendment 1) $34,640
Legal Description (First 200 characters) Homestead -$25,000
See Plat for this Subdivision Additional Homestead -$0
ITY OF ZEPHYRHILLS PB 1 PG 54 E 1/2
OF LOTS 1 2 &3 BLK 197 OR 4535 PG Non-School Taxable Value $9,640
1532 &OR 6151 PG 119 OR 8432 PG School District Taxable Value $9,640
403 OR 8849 PG 1219 Warning: A significant taxable value increase may occur when
3urisdiction sold.
CITY OF ZEPHYRHILLS Click here for details and info. regarding the posting of
exemptions.
Land Detail (Card: 1 of 1)
Line ,Use Code _ 'Description _ _ JZoning,Units Type Price Condition (Value _
1 0100R LP2-1 SFR- _ OOR2 4,200.00 1 SF $2.00 1 1.00 j $8,400
2 O100R i LP2-2 F ---- SFR j OOR2 2,100.00 SF $0.35 I 1.00 I $735
Additional Land Information
Acres i Tax Area FEMA Code Res Code _ Corn Code j Condo Code
0.14 30ZH X ZHLH j —ZHLH ; ZHLH
View Sketch Building Information - Use 0100-Single Family Residential (Card: 1 of 1)
Year Built 1940 Stories 1.0
Exterior Wall 1 Asbestos Shingle Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Vinyl Asbestos Flooring 2 None
Fuel Electric Heat Forced Air- Ducted
A/C Central Baths 1.0
Line _ ;Code (Description Sq. Feet Value
1 BAS01 T—___ _— LIVING AREA 960 $45,387
—- ------ ---- ----------- --------- -------—
2 FEP01 FINISHED ENCL PORCH _ 144 $4,775
_ Extra Features (Card: 1 of 1)
Line Code ADescription _ Year Units Value
1----- RDCFEN EC I--_ DECORATIVE_FENCE---_-- _ 1994 -j- — 960 - _ $359 T-
2 -� RUDU-M _ _UNFIN DETACH UTIL MT _ 2006 _ 1 $322 -
3 RUDU-M UNFIN DETACH UTIL MT 2006 1 1 $805
Sales History
Previous Owner: KING GARRY
Month/Year Book/Page Type DOR Code Condition Amount
03/2013 -� 8849 / 1219 _ Quit Claim Deed 11 _ Improved $0
09/2010 8432 / 0403 Quit Claim Deed 11 Improved $0
12/2004 6151 / 0119 Warranty Deed I Improved $0
02/2001 4535 / 1532 Warranty Deed I Improved l $40,000
09/1995 347E / 1904 Warranty Deed Improved $30,000
12/1989 1 186E / 0341 i Warranty Deed Improved $25,500
search.pascopa.com/parcel.aspx?parcel=2126110010197000011 1/1
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FL# FL2569-R14 ALL WORK SHALL COMPLY WITH PREVAILING
i Application Type Revision CODES FLORIDA BUILDING CODE,
Code version 2017 NATIONAL ELECTRIC CODE,
Application Status Approved AND THE CITY OF ZEPHYRHILLS
ORDINANCES
Comments
Archived
v Product Manufacturer Soprema,Inc.(Canada) CIrY OF CjAl
Address/Phone/Email 1640 rue Haggarty � � 1 2
(819)478-2400 NON-us 0 6WA EXA .
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 lean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext3327
memathieu@soprema.ca
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R14 COI 2018 01 COI NIEMINEN.od�
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D4798 2011
ASTM D6163 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL1897 2012
� r
hdps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDasKOFFnr.krtinRp,-iiWo-X/14"-'Y^
"
`
NEMOKetc.
Certificate of Aothumomun*3o*s5
3�3 Christian Street,Unit#13
Oxford,CT 06478
ENGINEER EVALUATE TEST CONSULT CERTIFY
.KVALUATION REPORT
Soprema,Unc. Evaluation Report S18010.06.09-1112
154O rue Haggerty FL2S69-R14
Drummondville,Qudhec]2CSP0 Canada Date mf Issuance:06/1S/2009
(019)478-2400 Revisiow12:02/12/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials{n the State mf Florida.The documentation submitted has been reviewed bV Robert Nienninew,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
pcodu�� des�r�bed herein have beeneva|uatedforcornp8�o�� m/�ththeG� Editioo (2817) Florida Building Code
sections noted herein.
DESCRIPTION: S'prammaRoof UnderXaymmemts
KaaEumG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.of any changes to
the product(s),the Quality Assurance orthe production facility|ncadnn(s). NEW I etc.requires o complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words ~WEKHQI etc. Evaluated" may bedisplayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official. '
This Evaluation Report consists uf pages 1 through 8'
Prepared by.
�o�e#�.88.N{�m7nem,��E' ne�=����"�° mnw�"��m° by Robert
",mm="�'^"m�z�o� nmo��m*�"=�aw
e
R�idpneg��odvnN�f9za�F���DCA48a�983 ` /m n um, '
~� "�m"/� v signed document.
CERTIFICATION OFINDEPENDENCE:
z. m8wOsTC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products uevaluates.
a. wExxosnC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. '
a. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
o. Robert wieminen,P.E.does not have,nor will acquire,a financial interest in any other e,ubv involved in the approval process of the
product.
s. This is n building code evaluation. Neither mc/wo|etc. ^o,Robert w/emioen' P.E. are, in anyway,the Designer nfRecord for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
6/19/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/12/2018
Date Validated 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL2569 R14 11 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R 44,p f
Impact Resistant: N/A Verified By:Robert Nieminen,P.E.PE-59166
Design Pressure:+N/A/-ISO Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Limits Evaluation Reports
of Use.2.)The design pressure noted herein FL2569 R14 AE 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
pertains to underlayment systems used R14 pifff
beneath adhesive-set tile systems.Refer to Created by Independent Third Party:Yes
ER Section 5.6.4 for details.
ED ED
Contact Us::7603 Blair Stone Road,Taliphassee Fl.32399 Phone*850-487-1824
The State of Florida Is an AA/EEO employer. t 2 '-'-—Florida,n Privap/Statement :Accessibitily Statement:*Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls provided may be used for of communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public-To determine if you are a licensee under Chapter 455,F.S,
please dick here.
Product Approval Accepts:
'F,�7.j M
W--7j
Credit Card
Safe
hffps*/twww.floridabuilding.org/pr/pr_app_.jdti.aspx?param=wGEVXQwtDqsKQFEnckBlO8ErxlUd3xYllvin.17Rti.lpt pinX/717r
ONEMOletc.
ROOFING:COMPONENT EVALUATION:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments,as produced by Soprema,have demonstrated compliance with the
following sections of the 6th Edition(2017)Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth
herein.
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008
TAS 110 Accelerated Weathering ASTM D4798 2011
Entity Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-111 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-Ri 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH.PLY 40 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths;36 and 45 inch;meets ASTM D1970.
4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970.
4.4 Lastobond Shield HT is a self-adhering,woven polyethylene surfaced;high temperature,SBS modified bitumen roof
underlayment;meets ASTM D1970.
NEMO ETC,LLC Evaluation Report S18010.06.09-1132
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 2 of 8
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4.5 Lastobmnd Pro HT-N is self-adhering, woven polyethylene surfaced, SBS modified bitumen noofmndedaYment
available hm two widths;36 and 45 inch;meets ASTM D1970
4.6. Laotubond Prm8T-S is a self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof
underlayment;meets A5TMQ197O.
4'7 Envlrm5hield is o self-adhering, woven polyethylene surfaced' high temperature, SBS modified bitumen roof
un6edayment;meets ASTM D1970.
4.0 Lastobnnd 195 is se|f-a6hering,glass-mat reinforced,san6-surfaoed,38S modified bitumen rmafundedaymerm;
meets AS7K4D197O' .
4.9 Lostobond Eaves Protection Sheet ba self-adhering, glass-mat reinforced, sond-surfaced^ 38S modified bitumen
roof under|ayment:meets/STMD19J0.
4.10 1asto800d Ecm is mse|f-adhering, glass-mat reinforced, sand-surface6'3BS modified bitumen roofundedayment;
meets ASTM D1970. '
4.11 Lastobun6 Smooth Seal HT is a self-adhering, glass-mat reinforced, O|m-ourfaced, SBSmodified bitumen roof
underlayment;meets A5TM0197B.
4.12 RES|STOLB1236 is ase|f-adhedng,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,
with 3G-inoh sheet width;meets ASYM D1970.
4.13 PrimeSoose Grip-Rite Eava & Valley Protector is a self-adhering, glass-mat reinforced, sand-sudaced, SBS
modified bitumen roof un6erlayment,with a36-|mch sheet width;meets ASTMD1S7l
4.14 RESISTO001244is ase|f-adhehng,glass-mat reinforced,sand-sudaced S8S modified bitumen roof undeduyment,
with a44'inch sheet width;meets ASTKAD1970,
4.15 Co/pheoe FR G@ is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
undedayment;meets ASTk4D197O and FQSAWTKIApril 2012(04'12).
5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen, P.E.are,in any way,the Designer
of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use inFBCHVHZjurisdictions.
5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Sopmamma Roof Undedaywents may be used with any prepared roof cover where the product is specifically
referenced within F8C approval documents. If not listed, a request may be made to the Authority Having
/'
] s6ictinnfnrappume}basedonthiseva|uadoncom6inedwbhsuppordngdatafnrthepm:pamednoofcovehng'
5.5 Allowable Roof Covers. Wood or State or
Underlayment Asphalt Nail-On Foam-On Metal Composite Composite
Shingles Tile Tile Shakes& Slate
Shingles
Yes
Lastobond TU HT Yes Yes Yes Yes' Yes
See 5.5.1
0.
RESISTO SA SMOOTH PLY 40
Yes
Lastobond Shield HT Pro HT-S Yes, Yes Yes
EnviroShield Yes Yes Yes
Yes
wsmo ETC,uz Evaluation Report s1oo1oosuy'R12
u,*nm*of Authorization xoea EDITION(2m17)Fncmom*v*zEVALUATION Fus**n14
sonmmu Roof unup,uvmewts Revision 1z:u2/12/2000
Page s'wo
ONEMOjetc.
's• • i• •
Wood or Slate or
Asphalt Nail-On7rile
m On Compost#e
Undertayment Shingles Tile Metal Shakes& Composite
Shingles Slate
Lastobond Eaves Protection Sheet/ =
Lastobond 195 Yes No . IVo,. Na Yes Yes
Lastobond ECO /RESISTO L81236,
Grip-Rite Eave&Valley Protector/ Yes. No: .' . .No Nb Yes V Yes
RESISTO LB1244
Lastobond Smooth Seal HT Yes ,IVo No Yes Yes .Yes.. .
Colphene FR GR Yes Yes 'Yes N0' Yes Yes,
See 5.5.1
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
Adhesive Florida Product Approval Underlayments
Dow TileBond' FL22525 Lastobond TU HT
ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S,
Enviro5hietd, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood;A5TM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed
Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete,
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming
with Elastocot Stick or Elastocoi 600c if the final roof cover is not slated for installation within 24 hours.
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of
the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave &-Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically_attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on
tile systems(Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional
and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,
Testing Application Standard TAS 114,Appendix J or UL1807.
i Refer to Tile Manufocturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report S18010.06.09-R12
Certificate of Authorization#32455 IV"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 4 of 8
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BB 'Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobund Pro HT-N, RE8STO SA SMOOTH PLY40, Laetobond Shield HT, Lastmbund Pro HT-S,
EnvhnShieh, Lastpbond TU HT, Lustobond Eaves Protection Sheet, Lastobun6 195, Lastoboud ECO, RESIS[Q
LB1236, Grip-Rite Eave & Valley Protector, RES|S7O L81244, Lastnbond3mooth Seal HTm/ Co|phene FRGR
applied to:
> ASTMD226,Type/orU felt;Sop,a-G;Modified Sopra'G.
For installations under{nechan|caUV attached prepared roof coverings,base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems(kasmobond TU HT only), base layer shall be
attached in accordance with P0SA/TRV April 2012(04-12).
5.6.4 : F8SA/TRy April 2o12(04-12)does not
address wind uplift resistance of all undeMaynment systems beneath foam-on tile systems, where the
un6edayment forms pa�of the bad�ath. Thefn|hmwngvNndup|UtUmitationsapp!ytoundeMaymertsystems
that are not addressed in FRSA/[Rk April 2012 (04-12) and are used in foam-on tile applications. Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the
ultimate passing pressure divided by I (the 2 to 1 margin of safety per FgC 1504'9 has already been applied).
` Refer toFRSA/TRY April 2012(04'12)orF8C160g for determination of design wind pressures.
#1
Deck, Min. 15/32'inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional)Elastocol Stick E|ag000\GO0corRESISTO EXTERIOR PRIMER
Undedayment: LogobondTUHTorCm|pheneFRGR,se|f-adhere6'
#3
Deck/ Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: G|anoxo|6O0c
Undedayment: LostobondTUHTorCo|pheneFRGR,sdf-adheme6.
#3 Maximum Design Pressure=-150.0 PS :
Deck: Min. 15/32'|nch APA-rated BCX plywood (may be installed Eside up) to meet project
requirements tu satisfaction of Authority Having Jurisdiction.
Deck Preparation:Plywood shall be thoroughly cleaned um remove dust and debris that may inhibit adhesion. All
sheathing fasteners shall be driven flush with the surface' All sharp splinters and wood
projections shall beremoved/sanded.
Primer: (Opt|una|)RE3|S7O EXTERIOR PRIMER
Undedayment: LastobondTU'HT, self-adhered, shall be thoroughly u,U using hand roller and/or weighted
roller to ensure there are no voids, and ensure there are no voids/bridging at side and end'
bps.
#4
Deck Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC
1517.S.2)spaced G-inchn.c.at the 4-inch laps and O'imcho.c.in three(3),equally spaced rows
in the center of the sheet.
Undedayment: LomobondTUHTnr[o}pheneFRGR,self-adhered
5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure mf-4Spst
'
NEW ETC,uc Evaluation Report smou0.00.0y'R^2
o"«fic"te,/Authorization u32,e EDITION(2o17)mcmow-HxxzcvAummom ru569-xx4
Soprerna Roof unmerlavm*rts nevxmo"x2,m*12/2oxa
Page Smo
ONEMOjetc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table IA.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment,
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 149(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,RESISTO L81236,
Gtip-Rite Eave &Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after
installation.
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT-
S,EnviroShield shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:1
on slope,as shown below)
TX
Lastobond TU HT
Lugged
Colphene FR GR Flat Max.10-tile stack Sm!
Lugged Max.10-tile stack 6:12
MEMO ETC,LLC Evaluation Report S18010.06.09-1112
Certificate ofAuthorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14
Soprerna Roof Underlayments Revision 12:02/12/2018
Page 6 of 8
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6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol 600c or
RESISTO EXTERIOR PRIMER(if applicable).
6.3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-S,EnviroShield,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond
Smooth Seal HT,RESISTO L81236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FIR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional,Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR
PRIMER if the final roof cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of
release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane
tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches,configured to shed water. Vertical seams should be 6-inches and
staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed
using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back-nailing in the overlap area at the top of the
sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over
valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction.
For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TLI HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For foam-on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall
outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See
Table 2 herein,and Soprema published requirements for tile staging.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
NEMO ETC,LLC Evaluation Report S18010.06.09-R12
certificate ofAuthorizatioa#3245S 6'"EDITION(2017)FBC NON-HVH2 EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 7 of 8
ONEMOjetc.
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Product(s)
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,EnviroShleld,Lastobond 195,
QC(Canada) ASTM D1970 Lastobond Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth
Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley
Protector,RESISTO L81244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO L81244
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR
Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO L61236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO L81244
UL,LLC—QUA9625;(314)578-3406;k.chanceHor@us.ul.com
-END OF EVALUATION REPORT-
MEMO ETC,LLC Evaluation Report S18010.06.09-R12
Certificate of Authorization#32455 6s"EDITION(2017)FSC NON-HVii2 EVALUATION FL2569-R24
Soprema Roof Underlayments Revision 12:02/12/2018
Page 8 of 8
4 M...4..
• ► ►
► 0 I + E I
BCIS Home Log In i User Registration I Hot Toplcs I Submit Surcharge I Slats&Facts I Publications FBC Staff BCIS Site Map I Links Search
RU product Approval
ti p USER:Public User
E
Product Aoorovdl Menq>Product or Application Search>Application List>Application Detail
Q� FL# FL984-R13
�� Application type Revision
Code Version 2017 ALL WORK SI-IALL0�/fPL'ltt }^¢ rRVAII+IN�'s
Application Status Approved CODES FLORIDA BUILDING CODE,
NATIONAL.ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
Comments ORDINANCES
Archived
Product Manufacturer Firestone Building Products Company,LLC.
Address/Phone/Emali 200 4th Avenue South
Nashville,TN 37201
(317)575-7017 '�
grtybowsklkelth@firestonebp.w D i Pp p !
crry ow Z F�J-��rJ{1� 201 i
Authorized Signature Keith Grzybowskl
grzybowskikeith@firestonebp: �riS� � E
�v i R
Technical Representative -
Address/Phone/Erriaii
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i_' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/11/2020
Validated By Sohn W.Knezevich,PE
1-0*� Validation Checklist-Hardcopy Received
Certificate of Independence FL984 R13 COI 2017 01 CQI Nieminen.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM b6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6223 2011
FM 4470 2012
FM 4474 2011
Equivalence of Product Standards
Certified By
Sections from the Code
r
Product Approval Method Method 1 Option D
Date Submitted 09/30/2017
Date Validated 10/03/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
984.1 Firestone SBS and APP Modified APP and SBS Modified Bitumen Roof Systems
Bitumen Roof Systems
Lim)ts of Use Installation Instructions
Approved for use in HVHZ:No FL984 R13 II 2017 09 FINAL Al ER FIRESTONE MB FL984-
Approved for use outside HVHZ:Yes R13.Ddf
Impact Resistant:N/A Verified By: Robert Nleminen PE-59166
Design Pressure:+N/A/-547.5 Created by Independent Third Party:Yes
Other:The design pressure noted in this application Evaluation Reports
pertains to particular systems in the Evaluation Report.Refer FL984 R13 AE 2017 09 FINAL ER FIRESTONE MB FL984-
to the ER Appendix for specific systems and specific design R13,Ddf
pressures. Created by Independent Third Party:Yes
eakdc NeM
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1a24
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.;:Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.467.2395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record,if you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS,
please dick here.
Product Approval Accepts:
W M F9111 �^� ME
Credit Card
Sak
_
TRII�II'iY(ERD
i TABlE1A:,yN00 [iE�CKS=NINICOidSTRUGTIQN`oRItROOEi(Tepa-C1FE)
SYSTE UirTVP A 2`fiECH,4Ni{:AII�YATTAGNEDRIUGFiQR4SiiEET;!BONDEOtiNStltA'ti0{11;�BONDED R0AF?GQV,EW
System Deck Anchor5heet Insulation Roof Cover(Notes 15&16) MDP
No. (Note 1) Type Fasteners Attach Base Top Attach Base Ply Cap (pso
FBC HVHZ 9-Inch o.c.in the 4-inch side One or more layers
Min.19/32-inch MB Base,Channel Min.0.5- (optional)One or SBS-AA,
W-1 plywood.at max. Venting Base,5BS 1519.5.1 lap and 18-Inch o.c.in two m In.1.4-inch 150 95+ Inch Hot BP-AA or more BP-AA,58S-AA, SBS-TA or -45.0*
24-inch spans Base,SBS Base- nails&tin staggered rows in the GL,GenFlex ISO FlberTop asphalt SBS-AA SBSTA or APP-TA APP TA
caps center of the sheet insulation
FBC HVHZ 9-inch o.c.in the 4-inch side One or more layers
Min.19/32-Inch MB Base,Channel .Min 0.5 (Optional)One or SBS-AA,
1519.5.1 lap and IB-Inch o.c.in two min.2.4-inch i50 95+ Hot BP-AA or
W-2 plywood at max. Venting Base,SBS inch more BP-AA,SBS-AA, SBS-TA or -52.5
I
caps center of the sheet Insulation 24-Inch spans Base,SBS Base-P cads&tin staggered rows In the ns ulation GenFlex I50 FiberTop asphalt SBS-AA SBS-TA or APP-TA APP TA
!
,rtKP1B:PV RUCTION,ON,REROOF'(Tenit
?'OP: EG4VIR
i 5YSTEtvt��tYP�B jiriAECH'A,�,-'NCALtil1f17TAGFiED1B'ASEi(NSULA,t10N;B�QNDED'T,�Op,%iNSU�i,""AT,ION;BONDED'IROOF'CgVER;
I System Base Insulation layer Top Insulation Layer Roof Cover(Notes 15&16) MDP
No. Deck(Nate i)
Type Fasteners Attach(Note 21) Type Attach Base Ply Cap (Ps"
W 3 Min.19/32-inch .1. , .0. SBS-AA,
at max min. ISO 95+GL Note 2 1 per 2.3 ft= Min. BP-AA or SBS-Hot asphalt (Optional)One or more BP-AA, SBS-TA or -45.0*
24-inch spans GenFlex 150 Insulation FiberTop AA SBS-AA,SBS-TA or APP TA APP TA
Min.19/32-inch SBS-AA,
MIn.1.5-Inch I50 95+GL, Min.OS-Inch BP-AA or SBS- (Optional)One or more BP-AA,
LW-4 plywood at max. GenFlex iSO insulation Note 2 1 per 2 fe FiberTop Hot asphalt AA SBS-AA,SBS-TA or APP TA SBS-TA or -52S
24-inch spans APP-TA
i
TABCE1C:11VO;OD'DECKS-IVEWGONS7RUGTION;,(tEROOF.(TE`AR-OFFj;oR'llik ER•
SYS ENIyT1fFE;G:,WtEGHANk§&kf,1AT�T`g ID INSU,tIATit}N;}BORiDEDROQFCOVER
System y Top Insulation layer Roof Cover(Notes 15&16) MDP
No. Deck(Note 1) Base Insulation Layer
Type Fasteners Attach(Note 21) Base Ply Cap (psf)
��GOi.6^.AP,P,,ttED„',BrtSE!PLY,;Ft`RESTo�NFMLt'n;PURPOS£IV��[OtD'ADFIESIV,_E:! � � _ _ � - _ _ '
Min.15/32-Inch (Optional)One or more_ Min,1-Inch RFSISTA,GenFlex (Optional)BP-CA,SBS-CA, SBS-CA,SBS-CA.2,
W-5 plywood at max.24- layers,any combination, Coated Glass Facer Note 2 1 per 2.7 ft2 SBS-CA BP-CA2,SBS-CA2,SBS-AA, SBS-AA,SBS-TA -40.0*
Inch spans. loose laid SBS-TA
Min.15/32-Inch (Optional)One or more Min.0.5-inch ISQGARO HD, (Optional)BP-CA,SBS-CA,
W-6 plywood at max.24- layers,any combination, GenFlex In h IS Note 2 1 per 2.1 ft2 SBS-CA BP-CA2,SBS-CA2,SBS-AA, SBS-CA,
SBS-TA, -50.0*
inch spans. loose laid SBS-TA
ASPHALTjI/TORCHAPP`LIEDiBASE:
Exterior Research and Design,LLC,d/b/a Trinityl ERD Evaluation Report F8970.01-08.2-R13 for FL984-R13
Certificate of Authorization U9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 13:09/30/2017
Prepared by:Robert Nleminen,PE-59166 Firestone Building Products Company,LLQ(800)443-Q72 Appendix 1,Page 6 of 73
rTRINITY ERD
— - - - TABLE'r1G;ViIOOD Dl ECKS: 'NEiA/.g NS7RUC710N,;RERObF',{TEAR OFF.)?oR1REC_0,1/ER
SYSTjEM1T1fPE;-i:MEdHAia CALLY,�A�l,FArCiiED INSUtii4TtON;�BONDED�itCiQF:C01/ER
System Top Insulation Layer Roof Cover(Notes 15&16) MDP
No. Deck(Note 1) Base Insulation layer Type Fasteners Attach(Note 21) Base Ply Cap Will
Min.19/32-Inch Min.0.25-Inch Dens Deck
One or,more layers,any � BP-AA,SBS-AA, (Optional)BP-AA,58S-AA, 585-AA,585-TA
W-7 plywood at max.24- combination,loose laid Prime or SECUROCK Gypsum- Note 2 1 per 2 ft SBS-TA or APP-TA SBS-TA or APP-TA or APP-TA -30,0•
Inch spans Fiber Roof Board
Min.19/32-inch One or more layers,arty z (Optional)One or more SBS-AA,SBS-TA
W-8 plywood at max.24- combination,loose laid Min.0.5-inch FiberTop Note 2 1 per 2 ft BP-AA or SBS-AA BP-AA,S8S-AA,SBS-TA or or APP TA -4S.0
inch spans APP-TA
Min.23i32dnch One or more layers,any Min.0.5-Inch Dens-Deck, x
W-9 plywood at max.24- combination,loose laid Dens-Deck Prime Note 2 1 per 3.6 ft SBS-AA (Optional)SBS-AA SBS-AA -45.00
inch spans
-
Min.15/32-Inch (Optional)One or more Min.i-inch RE515TA,GenFlex — z (Optional)BP-AA,SBS AA, SBS-AA,SBS-TA -40.0"
W-10 plywood at max.24- layers,any combination, Note 2 1 per 2.77 ft BASEGARD SA
Inch spans, loose laid Coated Glass Facer SBS-TA
Min.15/32-inch (Optional)One or more Min.OS (Optional)BP-AA
-Inch ISOGARD HD, :
j W-11 plywood at max.24- layers,any combination, Note 2 1 per 2.1 ft SBS-SA ,SBS AA SBS-AA,SOS-TA -50.0
inch spans. loose laid GenFlex HD ISO SBS-TA
Min.19/32-inch (Optional)One or more Min.1.5-inch RESISTA,GenFlex
plywood at max.24 z {Optional)8P-AA,SBS-AA,
W-12 inch spans,blocked layers,any combination, Coated Glass Facer,long joints Nate Z 1 per 1.8 ft BASEGARD SA SBS-TA SBS-AA,SBS-TA -75.0
max,78-inch o.c. loose laid staggered 4 ft.
TAB SDt;W7-g )DECKS'—NEUY GQN57RUCTION;(REROOF(VHA6R OF;i)dA EGOVER,
SY57_LWTYPE'D,?,IN§ULAI MENHANICALLYAITACHED;BASEISHE0,;'EO4DEDIROOF',COVEfi
System Insulation Layer(s) n Base or Anchor Sheet Roof Cover(Notes 15&16) MDP
No. Deck{Note 1)
Type Attach Base Fasteners Attach Base Ply Cap (pa)
Min.19/32-Inch 12-inch o.c.in the 4-inch side lap and 18-inch o.c.In (Optional)One or SBS-AA,
W-13 plywood at max.24- One o more layers, Prelim.mbination Attached Venting Base,Channel Note 2 two,equally spaced, staggered rows In the center of more 8P-AA,SBS-AA, SBS-TA or -45.0•
Inch spans any combination Base the sheet SBS-TA or APP-TA APP TA
Min.19/32-inch 12-inch o.c,in the 4-inch side lap and 12-inch o,c.In (Optional)One or SBS-AA,
W-14 plywood at max.24- One o more layers, Prelim. MB Base,Channel Note 2 two,equally spaced,staggered rows in the center of more BP-AA,SBS-AA, SOS-TA or -52.5
Inch spans any combination Attached Venting Base the sheet SBS-TA or APP-TA APP TA
Exterior Research and Design,LLC.d/b/a Trinityl ERD Evaluation Report F8970.01.08.2-R13 for F1984-1113
Certificate of Authorization 89503 6'"EDITION 12017)FBC NON-HVHZ EVALUATION Revision 13:09/30/2017
Prepared by:Robert Nieminen,PE-59166 Firestone Building Products Company,LLC,(800)443-4272 Appendix 1,Page 7 of 73
BCIS Home I Log In User Registration Hot Topi6 I Submit Surcharge I Stats 6 Fads I Publications I FBC Stets I BCIS Site Map Links ! Search
p 'da
�1 c Product Approval
S r e USER:Public User
i
Product Aoorovai Menu>Product or Application Search>AooOotion Llst>Application History>Application Detail
• 4,,i FL!t FL7006-R10
ALL WORK SHALL COMPLY WITH PREVAILING
Application Type Revision CODES FLORIDA BUILDING CODE,
Code Version ' 2017 NATIONAL ELECTRIC CODE,
Application Status Approved AND THE CITY OF ZEPHYRHILLS
"Approved by DBPR.AppOroftgn'y I�% hall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments jUt- 2 1 2019
Archived , DAx�� I
CITY OF zc �`-¢��`-,`,=�
Product Manufacturer IKO Industries,Ltd 17YF"d ��
Address/Phone/Emall 40 Hansen Road South Brampton,NON US L6W 3H��NS EXA8 ,�tq'-tF
(708)496-2800 Ext200
rmetz001@tampabay.rr.com
Authorized Signature Robert Metz
rmetzOD1@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg,FL 33703
(727)776-5261
rmetz001 @ta mpabay.rrcom
Quality Assurance Representative Don Shaw
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington,DE 19808
(717)579-6706
don.shaw@Iko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals-CER 1
Validated By Locke Bowden
N! Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph 2016
ASTM D3462 2010
ASTM D7158 Class H 2O11
ASTM E108 2011
i
Equivalence of Product Standards
Certified By `
}
I
i
t
Y'
Product Approval Method Method 1 Option A
Date Submitted 10/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
FL# Model,Number or Name Description
7006.1 Cambridge,Cambridge HD,Biltmore Laminated architectural fiberglass asphalt shingle
and Blltmore HD manufactured at IKO's Kankakee,IL;Hawkesbury,Ont.;
Wilmington,DE;Sylacauga,AL and Toronto,Ont.plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 Rio C CAC Letter-ASTM D3161 letter-(9-26-
Approved for use outside HVHZ:Yes 2017)from FM.odf
Impact Resistant:N/A FL7006 Rid C CAC Letter-ASTM D3462 letter-(9-26-
Design Pressure:N/A 0 . df
Other: FL7006 RIO C CAC Letter-ASTM E108 letter-(9-26-
2017),odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO 11 1KO-187-02-01 Letter-Instatlasion
Instructions for FBC FL7006.odf
Verified By:Duc T Nguyen 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap This Is a 12"x 12"fiberglass asphalt shingle used to cover the
hip and/or ridge of an asphalt shingle roof system
manufactured at IKO's Kankakee,IL,Toronto,Ont.and
Brampton,Ontario plants.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 RIO C CAC ASTM D 3462-Shingle letter
Approved for use outside HVHZ:Yes Surveillance Audit Location-(6-28-2017).odf
Impact Resistant:N/A FL7006 RIO C CAC Letter-ASTM 03161 letter-(9-26-
Design Pressure:N/A 2017)from FM.pdf
Other: FL7006 RIO C CAC Letter-ASTM D3462 letter-(9-26-
2017).odf
FL7006 RIO C CAC Letter-ASTM EI08 letter-(9-26-
0 7).Dd
Quality Assurance Contract Expiration Date j
12/31/2020
Installation Instructions
FL7006 RIO II Hip and Ridge Can Shingle Installation
Instructions,Ddf
FL7006 RIO 11 IKO-187-02-01 Letter-Installation
Instructions for FBC FL7006.0f j
Verified By:Duc T Nguyen PE 6SO34 1
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
7066.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury,Ontario plants i Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 Rio C CAC Letter-ASTM D3161 letter-(9-26-
Approved for use outside HVHZ:Yes 20171 from FM.odf
Impact Resistant:N/A FL7006 RIO C_CAC Letter-ASTM D3462 letter-(9-26-
Design Pressure:N/A 0 d
Other: FL7006 RIO C CAC Letter-ASTM E108 letter-(9-26-
01 d j
Quality Assurance Contract Expiration Date 4
12/31/2020
Installation Instructions 1
FL7006 RIO II IKO-187-02-01 Letter-installation
Instructions for FBC FL7006.odf
FL7006 RIO II Roofing-Products-Leading-Edge-Plus-
oolica Ion-EN(I).adf
Verified By:Duc T Nguyen PE 65034
Created by Independent Third Party: No
j
i
I
i
Y�
Evaluation Reports
Created by Independent Third Party:
7006A Marathon Plus AR,Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's
AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F17006 Rio C CAC Letter-ASTM D3161 letter-(9-26-
Approved for use outside HVHZ:Yes 20171 from FM.odf
impact Resistant:N/A FI-7006 RIO C CAC Letter-AS-TM D3462 letter-(9-26-
Design Pressure:N/A ,24171.pdf
Other. R 7006 R10 C CAC Letter-AS-TM E108 letter-(9-26-
20171.pd
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R10 H IKO-187-02-01 Letter-Installation
instructions for FBC FL7006.odf
Verified By:Duc T Nguyen 65034
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
Bade Next
contact Us::2601$lair Stone Road,Thitahassee R.32399 Phone.,850-407-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this enthy.Instead,contact the office by phone or by traditional malt.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1).Florida Statutes,effective October 1,20121 licensees licensed under Chapter 455.F.S.must provide the Department with an email address Bthey have
one.The smells provided may be used for official communication with the licensee.However small addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,
please click 11re.
Product Approval Accepts:
® F.-,a z
Credit Card
Safe
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CONSTRUCTION MATERIALS
T E C H N 0 L 0 G I E S
October 27,2017
IKO Industries,Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
Instructions In compliance the 2017 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries,Ltd:
1) IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab—ADr)Ins-8AGXEFS-2012-1 1—reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated_Appins 8TTEFS-2012-04 reformatted 2013-02-rev07113-Florida)
3) IKO Hip and Ridge 12, pplication instructions
(EN-HipandRIdge12 3HRTri-2013-08 refon-natted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
(EN-3LEP-Tri-2012-06—reformafted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No.3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict,these instructions shall govern.
Statement of Independence:PRI Construction Materials Technologies and/or Duc T.Nguyen,FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: Signed:
Brad Grzy�bbo k1 Due T. en
I Managing rector Florida R ere Professional Engine r
P.E.Number.65034
Date: October 27,2017 Date: October 27,2017
Attachments: A)IKO Shingle Application Instructions-3-Tab
B)IKO Laminated Shingles Application Instructions
C)IKO Hip and Ridge 12 Application Instructions
D)IKO Leading Edge Plus Application Instructions
,IKO-187-02-01
pRi c=bvcVon Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tat 813521-577T Fax 813-6215840 0-mat mateda1stesUng@pr1cmLc0M Web$fte:hftpJ/www.pdcmi.com
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT:Applied In accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underiayments In accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal,laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves In accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails,11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 314"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is
flush with,but not cutting into shingle surface. i
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed i
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt '
plastic cement placed under the shingle 2"above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
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EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
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STEEP SLOPES
o— SEALING STRIP o`—'— o o �`o o o j+I
I 6.t�• 12 I � 6118' I 1
NAILS NAILS ��
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP j
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PRI Construction Materials Technologies.LLC.6412 Badger Drive Tampa,Fl.33610 Tel:813-621-6777 Fax:813521-58411 e-mail:materialslestingwernLcom WebSile:hllp:/Mnvwprlcmtcom
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Installation Instructions for
Asphaft Shingles
Page 3 of 6
IKO Laminated Shingles Application Instructions
(ASTM D3161,Class F—Cambridge,Cambridge HD,and CRC BlItmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKOIS PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT:Applied In accordance with building code requirements.Forareaswhere the roof slope Is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,With 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails,11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge,approx.I"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three I"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement In moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
NAILING-STEEP SLOPES APPLICATION
Use six nails as shown.
+
MAIL LINE
------------
14AILS CE-AE—W-7 �
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE
PRIConstrucUon Materials Tedmologies,LLC.6412 Badger Ddve Tampa FL33610 Tel:813-621-5777 Fax:813-621-5840 e-mail: aledafstednq@pdwntcom WebS!te:hiipjA%W.pAunLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F—IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide.These shingles are
designed'for a 51/8"(130 mm)exposure.(For a neater appearance,the top of each side of each piece has
been factory trimmed on a 1"(25 mm)taper(see drawing).Bend each piece over the hip or ridge,and nail 5
5/8"(143 mm)above the butt edge 1"(25 mm)in from each edge, exposing each piece 5 118"(130 mm).
Apply hip pieces starting at the lower end of the hip,working up toward the ridge.On hip roofs,apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end.Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another,the lower piece extending about 3/4"(19 mm)further than the top piece(see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement.Prior to application in cold weather,storing the shingles in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS.WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POORAPPLICATION OR FAILURETO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW
ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. j
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PRI Construction Materials Technologies,I.I.C.6412 Badger Drive Tampa,FL 33610 Tel:813-621.5777 Fax 813-621.5540 e-mail:malerialstesting@p6cmi com WebSile:httpJMww prianLwm jI
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Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161,,Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment,eave protection,valley flashings,or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left comer of the roof deck,granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves
by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with nails located 3"to 4"(75
mm to 100 mm)from the eave edge and 1"(25 mm)in from each end.
4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with fasteners
located 3"to 4"(75 mm to 100 mm)from the rake edge and 1"(25 mm) in from each end.
5. Repeat Steps 3—4 for the right lower corner of the roof deck.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads,long enough to penetrate through plywood or 3/4"(20
mm)into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from
the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package.Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus.In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and
help keep them from lifting in high winds.
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PRI Construction Materials Technologies,I.I.C.6412 Badger Drive Tampa,Fl.33610 Tel:813-621-5777 Fax:813-621.5840 e-mail:materialslesting@pricmt,com WebSite:http-lhvww.prlcmt.com
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